Summary for Test 2020-08-18-28-2
Test performed: AASHTO T27-14Project Information
| Project Identifiers | Project ID: 210673 DEA: 042640F4 EFIS: 0400020132 COOP: 042308A3 |
|---|---|
| DIST-CO-RTE-PM | 04-SON-- |
| Award Date | 08/08/2019 |
| Closeout Date | 02/16/2024 |
| Work Description | Not set |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 04/11/2022) |
Sample Information
| Sample Taken Date | 08/18/2020 | Sample Unique Key | 28 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/18/2020 | Sample type | Verification |
| A brief description of the sample | 1/2HMA A 15rap PG64-16 Valero | The quantity of what the sample constitutes | 4 Bags |
| From where was the sample collected | Source | First name of sampler or witnessed by | CT Anthony |
| Last name of sampler or witnessed by | Valdez | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Bodean Mark West Quarry | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-49-0032 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
| The plant number | A detailed description of where the material sample was collected | Stockpile @ Plant | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1/2 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2020-08-18-28
DIME Test ID: 2020-08-18-28-2
Testing Lab: CT D04 - Hayward DME / District Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2020-09-02
Test Results
What type of gradation is being tested?: HMA Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Does this test use 1/4 sieve? (question for HMA Gradation Type): No
Has the fine aggregate sample been reduced?: No
Input Type: Measured
Tester's full name: Reza Dineli
Date of test: 08/26/2020
| Cumulative Mass Retained | Cumulative Percent Passing | |||||
|---|---|---|---|---|---|---|
| 5000.0 grams | ||||||
| grams | % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 0.0 grams | 100 % | |||||
| 101.2 grams | 98 % | |||||
| 686.6 grams | 86.3 % | |||||
| 2415.1 grams | 51.7 % | |||||
| 161.5 grams | 35.4 % | |||||
| 280.9 grams | 23.4 % | |||||
| 351.1 grams | 16.4 % | |||||
| 394.7 grams | 12 % | |||||
| 431.9 grams | 8.2 % | |||||
| 452.4 grams | 6.18 % | |||||
| grams | ||||||
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/2/2020 ✔